Rebar Cutting List

Weight Qty Length Weighta b c d e f Total (kgs) (pcs) (m) (kgs.)

A 25 3.854 10 6 60 5.200 1,202.45 30.00 12.00 1,387.44 184.99 MAIN TOP BARSB 25 3.854 10 6 60 3.330 770.03 20.00 12.00 924.96 154.93 BOTTOM BARS (main)C 25 3.854 10 6 60 3.756 868.54 20.00 12.00 924.96 56.42 BOTTOM BARS (straight)D 8 0.493 295 1 295 3.300 479.94 295.00 6.00 872.61 392.67 STIRRUPSE 25 3.854 10 6 60 7.870 1,819.86 60.00 12.00 2,774.88 955.02 MIDDLE MAIN BARS

A 16 1.579 64 4 256 9.902 4,002.63 256.00 12.00 4,850.69 848.06 MAIN BARS(TOP & BOTTOM- BOTH WAYS)

COLUMN A 16 1.579 20 72 1440 4.000 9,095.04 480.00 12.00 9,095.04 - MAIN BARSB 16 1.579 20 8 160 2.400 606.34 32.00 12.00 606.34 - MAIN BARS (from footing)C 8 0.493 161 8 1288 1.900 1,206.47 429.33 6.00 1,269.97 63.50 TIES-MAIND 8 0.493 161 8 2576 1.140 1,447.76 515.20 6.00 1,523.96 76.20 TIES-STIFFENER

BEAMSElev. +0.300

B-1 A 16 6 6 36 7.740 36.00 12.00 MAIN TOP BARS (straight)B 16 1.579 6 6 36 7.740 36.00 12.00 MAIN BOTTOM BARS (straight)C 16 1.579 12 6 72 2.915 331.40 18.00 12.00 341.06 9.66 MAIN CUT WITH ANCHORD 16 1.579 6 6 36 3.750 213.17 12.00 12.00 227.38 14.21 MAIN MIDDLE TOP BARE 16 1.579 12 6 72 3.600 409.28 24.00 12.00 454.75 45.48 MAIN BOTTOM BARF 8 0.493 49 6 294 1.700 246.40 98.00 6.00 289.88 43.48 STIRRUPS

Elev. + 3.30m B-1 A 16 1.579 6 4 24 7.740 24.00 12.00 MAIN TOP BARS (straight)

B 16 1.579 6 4 24 7.740 24.00 12.00 MAIN BOTTOM BARS (straight)C 16 1.579 12 4 48 3.115 236.09 16.00 12.00 303.17 67.08 MAIN CUT WITH ANCHORD 16 1.579 6 4 24 3.950 149.69 8.00 12.00 151.58 1.89 MAIN MIDDLE TOP BARE 16 1.579 12 4 48 3.600 272.85 16.00 12.00 303.17 30.32 MAIN BOTTOM BARF 8 0.493 49 4 196 1.700 164.27 65.33 6.00 193.26 28.99 STIRRUPS





(0.40m x 0.6m)

(0.40m x 0.60m)

DIFFERENCE IN WEIGHT

(kgs.)

(0.55m x0.55m)

GRADE BEAM

CommercialSETS

FOOTING

(0.60m x 1.20m)

CUT

REBAR CUTTING LIST

REMARKSLength (m)LOCATION MARK Ø REBAR ( mm )

UNIT WT. (kgs) QTY (pcs)SPACING

(m)TOTAL QTY

(pcs)

(0.40m x 0.60m)

(0.40m x 0.60m)



(kgs.)

CommercialSETS

CUT REMARKSLength (m)LOCATION MARK Ø REBAR

( mm )UNIT WT.

(kgs) QTY (pcs)SPACING (m)

TOTAL QTY (pcs)













B-3

A 16 1.579 6 2 12 8.150 154.43 12.00 12.00 227.38 72.95 MAIN TOP BARSB 16 1.579 6 2 12 8.150 154.43 12.00 12.00 227.38 72.95 MAIN BOTTOM BARSC 8 0.493 49 2 98 1.900 91.80 32.67 6.00 96.63 4.83 STIRRUPS

(0.40m x 0.60m)

(0.40m x 0.80m)

(0.40m x 0.60m)

(0.40m x 0.60m)

(0.40m x 0.60m)

(0.40m x 0.60m)

(0.40m x 0.80m)



(kgs.)

CommercialSETS

CUT REMARKSLength (m)LOCATION MARK Ø REBAR

( mm )UNIT WT.

(kgs) QTY (pcs)SPACING (m)

TOTAL QTY (pcs)

SLABS

Elev. +0.300 A 10 0.616 0.200 31 4 124 6.300 481.22 124.00 12.00 916.61 435.39 TOP & BOTTOM BARS

Elev. + 24.30 A 10 0.616 0.200 24 2 47 6.300 183.37 47.25 12.00 349.27 165.90 TOP BARSB 10 0.616 0.200 31 2 62 4.900 187.14 31.00 12.00 229.15 42.01 BOTTOM BARS

Elev. + 27.30 A 10 0.616 0.167 55 4 220 9.500 1,284.92 219.57 12.00 1,623.05 338.14 TOP & BOTTOM BARS

STAIRSlanding

longitudinaltop bars A 16 1.579 20 1 20 1.500 47.37 2.50 12.00 47.37 - FIRST LANDING(0+0.30m)top bars B 16 1.579 20 8 160 1.600 404.22 22.86 12.00 433.10 28.87 2nd-9th landing(3.30m-24.30m)

bottom bars B 16 1.579 20 8 160 1.000 252.64 13.33 12.00 252.64 - straight barstransversal

top bars A 16 1.579 10 9 90 3.000 426.33 22.50 12.00 426.33 - straight barsw/bendbottom bars B 16 1.579 10 9 90 3.000 426.33 22.50 12.00 426.33 - straight barsw/bendstaircase

transversaltop bars B 16 1.579 15 8 120 0.900 170.53 9.23 12.00 174.90 4.37 straight bars

bottom bars B 16 1.579 43 8 344 0.900 488.86 26.46 12.00 501.39 12.53 longitudinal

top bars B 16 1.579 8 8 64 6.350 641.71 64.00 12.00 1,212.67 570.97 bottom bars B 16 1.579 8 8 64 7.300 737.71 64.00 12.00 1,212.67 474.96 riser bars B 10 0.616 7 120 840 0.900 465.70 64.62 12.00 477.64 11.94

WALLS

SIDE WALLS A 16 1.579 62 12 744 1.900 2,232.07 124.00 12.00 2,349.55 117.48 anchor to bottom slab(elev. 0+27.30m)B 16 1.579 62 8 496 3.900 3,054.42 165.33 12.00 3,132.74 78.32 anchor to top slab(elev. 0+31.10m)C 16 1.579 62 2 124 4.100 802.76 62.00 12.00 1,174.78 372.01 anchor to bottom slab(middle wall)D 16 1.579 62 2 124 2.900 567.81 31.00 12.00 587.39 19.58 anchor to top & bottom slab(middle wall)E 12 0.888 53 1 53 4.600 216.49 26.50 12.00 282.38 65.89 top straight barsF 12 0.888 53 4 212 4.900 922.45 106.00 12.00 1,129.54 207.08 top diagonal straight barsG 12 0.888 53 4 212 3.200 602.42 70.67 12.00 753.02 150.60 end anchor barH 12 0.888 53 2 106 8.600 809.50 106.00 12.00 1,129.54 320.04 top most barI 12 0.888 4 4 16 1.600 22.73 2.29 12.00 24.36 1.62 vert. bars anchor to top slabJ 12 0.888 4 4 16 1.800 25.57 2.67 12.00 28.42 2.84 hor. bars (box top portion)

% waste 14.10% 46,185.37 53,768.51

Documents

Rebar Cutting List